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Author:
chandra obula reddy
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2002-06-18 |
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1. In carrying out a UU test on saturated clay, what
is the significance of confining pressure.
2. What the is the confining pressure one should apply
in testing for Unconsolidated undrained test. (Is it
the total overburden pressure or the effectiveoverburden pressure.
3. Does the free standing water depth affect the
confining pressure to be applied.
4. What is the effective stress at a point H belowmudline for the following
a. With zero free standing water depth
b. with a free standing water of Z (from water levelto soil)
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Follow-up:
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Author:
ajay kumar
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2003-02-09 |
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Return
to subject 'Geotechnical research and education'
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Follow-ups:
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Subject:
tri-axial test 